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高明河明城段堤防稳定分析及达标加固研究

Stability Analysis and Reinforcement Study of the Embankment in Mingcheng Section of Gaoming River
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摘要 对高明河明城段堤防稳定性展开了深入分析和达标加固研究。详细探讨了堤坡失稳破坏的原因,包括堤基渗透变形、堤基缺陷、河水侵袭冲刷和堤身渗漏等问题。在此基础上,提出了一系列的堤防加固方法与应用,包括堤防防渗加固、抗滑加固和固脚防冲等措施。 This paper conducts in-depth analysis and reinforcement research on the stability of the embankment in Mingcheng section of Gaoming River.It explores in detail the reasons for the instability and failure of embankment slopes,including seepage deformation of embankment foundations,defects in embankment foundations,river water invasion and erosion,and seepage of embankment bodies.On this basis,a series of embankment reinforcement methods and applications were proposed,including measures such as embankment anti-seepage reinforcement,anti-skid reinforcement,and foot reinforcement to prevent erosion.
作者 杜卫扬 DU Weiyang(Mingcheng Town Water Conservancy Station in Gaoming District of Foshan City,Foshan 528000,China)
出处 《云南水力发电》 2024年第7期157-161,共5页 Yunnan Water Power
关键词 水利堤防 边坡稳定性分析 达标加固 water conservancy embankment slope stability analysis standard-reaching reinforcement
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